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Load Calculation: <br />Dead Load Calculations: <br />Panels Dead Load (psf) = <br />Roofing Weight (psf) = <br />Decking Weight (psf) = <br />Framing Weight (psf) = <br />Misc. Additional Weight (psf) = <br />Existing Dead Load (psf) = <br />Total Dead Load (psf) = <br />Wind Load Calculations: <br />Ultimate Wind Speed (mph) = <br />Directionality Facto r, kd = <br />Topographic Factor, kzt = <br />Velocity Press Exp Factor, kz = <br />Velocity Pressure, qz (psf) = <br />External Pressure Up, GCp_1 = <br />External Pressure Up, GCp_2 = <br />External Pressure Up, GCp_3 = <br />External Pressure Down, GCp = <br />Design Pressure Up, p_1 (psf) = <br />Design Pressure Up, p_2 (psf) = <br />Design Pressure Up, p_3 (psf) = <br />Design Pressure Down, p (psf) = <br />Snow Load Calculations: <br />Ground Snow Load, pg (psf) = <br />Min Flat Snow, pf_min (psf) = <br />Sloped Snow, ps_min (psf) = <br />Snow Importance Factor, Ic = <br />Exposure Factor, Ce = <br />Thermal Factor, Ct = <br />Flat Roof Snow, pf (psf) = <br />Slope Factor, Cs = <br />Sloped Roof Snow, ps (psf) = <br />Page 3 of 8 <br />3.0 <br />3.0 <br />2.0 <br />1.246 <br />1.0 <br />7.246 <br />10.246 <br />110.0 <br />0.85 <br />1.0 <br />0.849 <br />22.351 <br />-1.576 <br />-2.141 <br />-2.881 <br />0.27 <br />-24.305 <br />-33.011 <br />-44.432 <br />16.0 <br />Roof 1 <br />0.0 <br />0.0 <br />0.0 <br />1.0 <br />0.9 <br />1.1 <br />0.0 <br />1.0 <br />0.0 <br />Irma Gonzalez <br />1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com <br />1927 W Camden Pl <br />11/30/22